Numerical simulation of the propagation and distribution of explosion shock waves in trenches

Xiongwei Zheng, Liangquan Wang, Chundong Xu
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Abstract

Trenches, as important military defense measures, have significant practical significance in studying the impact of trench terrain on the propagation patterns of explosive shock waves. This research is based on numerical simulations and establishes six trench models with depths of 0 mm, 200 mm, 400 mm, 600 mm, 800 mm, and 1000 mm, as well as five different lengths of trenches: 400 mm, 600 mm, 800 mm, 1000 mm, and 1200 mm. The internal and front-to-back shock wave pressures within the trenches were numerically calculated. The research findings indicate that as the depth of the trench increases, the pressure at the midpoint of the trench bottom gradually decreases within a depth of 800 mm, and then slowly increases beyond 800 mm. As the length of the trench increases, the pressure on the trench bottom significantly decreases when the length does not exceed 600 mm, but steadily increases after reaching 600 mm.
爆炸冲击波在战壕中传播与分布的数值模拟
堑壕作为重要的军事防御措施,研究堑壕地形对爆炸冲击波传播形态的影响具有重要的现实意义。本研究以数值模拟为基础,建立了深度为0 mm、200 mm、400 mm、600 mm、800 mm和1000 mm的6个沟槽模型,以及400 mm、600 mm、800 mm、1000 mm和1200 mm 5种不同长度的沟槽模型。数值计算了战壕内部和前后的冲击波压力。研究结果表明,随着海沟深度的增加,在800 mm深度内,海沟底部中点压力逐渐减小,超过800 mm后压力缓慢增大。随着沟槽长度的增加,当沟槽长度不超过600mm时,沟槽底部压力显著减小,达到600mm后,沟槽底部压力稳步增大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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